Tuesday, October 27, 2009

Car vs. Storefront and Kneewall: Driving FAIL

This is epic. Shortly after pulling into this Olive Garden restaurant, this guy actually DROVE INTO the Olive Garden restaurant. Way to go buddy! By the way, the culprits are right there on the bench in the photo. Apparently they slammed on the gas as they tried to park, confusing the pedals and driving through breadstick country.


Nobody likes an intruder...




Check out this broken kneewall and the busted aluminum mull:




I'm wondering what kind of glass this is...it doesn't look like impact, and definitely not laminated. This restaurant is in North Florida, near Clearwater. Maybe their construction standards are lighter (I know the wind speed criteria is less than here in SoFla), or the windows are just old and not impact-rated. I'm sure my window and storefront guru Andrew back at Engineering Express would know plus give me make model and serial number from the factory that made it; I'll have to ask him. BTW, gotta LOVE the fact the handicapped sign would be the preferred parking for these nimwits.

Whoa! Would NOT have wanted to sit at this table.....ouch...



And finally, the interior damage assessment. What a mess.

I don't have time now, but the next time I get an exterior kneewall/storefront design or repair I'll update the blog and educate the masses. Based on my current workload that could be as early as tomorrow....

Well until then, please don't drive through my (or any other engineer's for that matter) professionally designed concrete or glass structures. And please enjoy the all-you-can eat salad and breadsticks.

Tuesday, October 20, 2009

Report: How the Cowboy's Facility Collapsed


A federal report released Tuesday on the collapse of the Dallas Cowboys’ practice facility suggested that the structure should have been able to withstand winds stronger than those that hit the building May 2 when it toppled, injuring 12 people, including paralyzing one and brain damage to another.

The National Institute of Standards and Technology found that the structure was hit by 55- to 65-mph winds and should have been able to handle winds of up to 90 mph.

The report suggested the following sequence of events at the time of the collapse, based on the weather conditions at that time:

•Buckling of the inner chord (inner side of the roof truss) of a frame in a section of the roof on the east side resulted in the formation of a kink in the frame.

•Failures of the east and west "knees" (connections between the side walls and the roof) allowed the frame to sway eastward with the wind.

•Compressive failure of the east side at the roof’s highest point (ridge) led to fractures of the nearby inner and outer chords in the vicinity of the ridge.

•A progression of frame failures throughout the structure resulted in total structural collapse.

As a result of the study, the National Institute of Standards and Technology is recommended that similar structures be evaluated for similar safety concerns.


"As a result of our findings, NIST is recommending that fabric-covered steel frame structures be evaluated to ensure the adequate performance of the structural framing system under design wind loads," said John Gross, study leader for the federal agency.


"It confirms what we suspected all along, that it was a dramatically underdesigned structure," he said. "There are a number of other large fabric structures that are supported by steel. I think Texas A&M has a practice facility and WinStar casinos has one of these. If I owned one of these structures, the first thing I’d want is a good structural engineer evaluating this report and my building." (Click here to read the entire article.)

Friday, October 16, 2009

All In A Day's Work...

Calculations and solving other people's problems are my life. This is a rooftop A/C stand I designed yesterday. The normal type of AC stand wasn't quite strong enough for the expected wind load from a hurricane, and the contractor had no time to reconfigure everything--it had to be fixed ASAP! The eventual solution was adding an aluminum cross-brace to assist with the frame bending. This is why we need computers and widgets!!! Some of my calcs are below:

Engineering Express Succeeds In New Dynamic Web Design Experience

Pioneers in Engineering Technology, Engineering Express launches innovative program to help companies convert their charts, tables, and dusty book formulas to Web WIDGETS that do so much more.

"I'm amazed that this technology isn't mainstream by now" claims Frank L. Bennardo, P.E., founder of the firm and of this revolutionary connection between engineering formulas and FLASH programming. "I figured that by 2010, this technology would have replaced every PDF and book table, chart, and formula by now" he adds.
(Can't see the widget? Click here)







This is a press release by the company I work for, Engineering Express, regarding their cutting-edge abilities and where they can be used; read more here: http://www.prlog.org/10377144-engineering-express-succeeds-in-converting-catalog-book-tables-to-rich-dynamic-web-experiences.html



Wednesday, October 14, 2009

Balcony Collapses and How to Avoid Them

The Causes
The main causes for deck collapses are either post and railing failures, or the connection of the deck ledger board to the house’s rim joist. The ledger board is usually a 2 by 8 or 2 by 10 pressure treated board that is bolted or screwed to the house and holds the joists of the deck. It is estimated that 80 percent of the deck collapses occur at the ledger to rim joist connection.

Deck ledgers should be screwed or preferably bolted to the building rim joists not merely nailed. Properly installed, bolts and lag screws will withstand the expansion and contraction of the wood. They can loosen over time, but will not pull out as nails would. You will notice a gap between the deck and the house is the bolted or screwed connection is loosening. If the ledger board has been nailed to the house, any lateral movement may cause the deck shift to the point of collapse.

Lag bolts and screws must be spaced properly to maintain the deck’s connection to the house. If bolts are spaced too far apart, they can bend if the deck becomes overloaded or is loose. Thirteen people died in a deck collapse in Chicago due to improperly spaced lag bolts.
If the connection between the ledger board and rim joist is not flashed properly, or if flashing was not installed at all, water can get behind the ledger board and cause the rim joist on the house to rot. This is because rim joist are not pressure-treated and will be susceptible to rot if they remain wet over long periods of time Flashing can be installed in the form of either a metal coil cut to the length of the ledger board and bent to fit under the siding and cover the top edge of the board, or in pre-formed flashing that comes in various lengths. Aluminum flashing should not contact pressure treated wood due to a corrosive chemical reaction of these two materials causing the aluminum to dissolve completely over time. New pressure treated wood uses alkaline copper quaternary (ACQ) chemicals for preservation, which is even more corrosive then previous treatments that were applied to wood. You should make sure that the correct anchors were used for attaching the posts to the pier and that cast aluminum porch post supports are not being used. This change in chemical treating also does not allow for making repairs to existing decks. ACQ in new wood will corrode existing connectors within three years. Decks need to be replaced in their entirety once decay has been observed.
Life Safety - Railings
Railings are one of the most obviously safety issues with decks and balconies because it is readily apparent when they are loose. There are many guidelines for railing design and requirements for installation which include height, grasping ability, design loads in both vertical and horizontal direction, space between railings, and even spindle location. Railings also need to be securely fastened to the deck framing with bolts that go completely through the post into a beam or joist. It is unacceptable to notch posts, so make sure that the deck’s support posts are separate from the railing posts. It is important that you inspect the railings at least twice a year and even a sound deck may have problems with the railings that need to be corrected.

The wood used to construct decks should last 20 to 25 years if properly maintained, but decks that are shaded can degrade faster as the wood does not dry out. This process is made worse if the wood has not been stained or painted. In cases such as this the wood loses it structural integrity as well as the ability to hold a fastener.

As wood ages it will expand and contract, causing graying, splintering, and cupping. This is also a sign of the wood losing its structural capabilities and nearing the end of its life cycle. The older the wood is, the more nails and screws will be pulled out from the decking and joists.

Make sure you have a qualified engineering firm that is competent in analysis of this kind, such as Engineering Express, to ensure appropriate protection and/or remediation.

Monday, October 12, 2009

FAU Needs Duct Tape! And Fast!

Wow. Amazing sometimes how you can look back at a bad idea. I'm sure whatever engineer designed this walkway at FAU's student apartments wouldn't sleep at night knowing this was hanging over the student's heads:


I'm personally surprised that the bearing key (the block of concrete holding the slab up) was made so small. Over time, the expansion and contraction (i.e. movement) of the walkway probably caused the cracking seen here. It looks like the contractor made it worse by putting just one set of steel shoring posts at the wrong place. The posts needed to help hold up the heavy slab that's causing the cracking, not the small key that's already busted! Hopefully Engineering Express will be called out to fix this mess; I wonder if other engineers would know how to fix this correctly.... and, no, NOT with duct tape!

Monday, October 5, 2009

Construction FAIL

Cutting straight through a concrete column is not really a great idea...... Just a thought. Found this on an inspection today.

Concrete Tied-Column FAIL: